JPH08218472A - Air intake structure in vacuum type sewage collection system - Google Patents

Air intake structure in vacuum type sewage collection system

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Publication number
JPH08218472A
JPH08218472A JP3085195A JP3085195A JPH08218472A JP H08218472 A JPH08218472 A JP H08218472A JP 3085195 A JP3085195 A JP 3085195A JP 3085195 A JP3085195 A JP 3085195A JP H08218472 A JPH08218472 A JP H08218472A
Authority
JP
Japan
Prior art keywords
sewage
vacuum valve
air intake
pipe
vacuum
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP3085195A
Other languages
Japanese (ja)
Inventor
Yosuke Takemoto
洋介 竹本
Masashige Kawada
正成 川田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kubota Corp
Original Assignee
Kubota Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kubota Corp filed Critical Kubota Corp
Priority to JP3085195A priority Critical patent/JPH08218472A/en
Publication of JPH08218472A publication Critical patent/JPH08218472A/en
Pending legal-status Critical Current

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  • Sewage (AREA)

Abstract

(57)【要約】 【目的】 真空弁が弁開されても、空気取込管の布設距
離に関係なく真空弁マスの内部が負圧化されないように
し、汚水流入管および汚水発生源などのトラップに負圧
が伝播されるのを確実に防止する。 【構成】 真空弁4が配置されている真空弁マス3のイ
ンバート3Aに汚水溜り7を形成し、下水発生源9で発
生した汚水を汚水流入管10によって汚水溜り7に流下
させ、真空弁4の開弁により汚水溜り7内の汚水を吸引
するように構成するとともに、真空弁マス3に大気を導
入する空気取込管13を設けた真空式下水収集システム
において、空気取込管13の出口13Bを汚水溜り7内
で吸込管6に連通させている。
(57) [Abstract] [Purpose] Even if the vacuum valve is opened, the inside of the vacuum valve mass is prevented from becoming negative pressure regardless of the installation distance of the air intake pipe. Reliably prevent negative pressure from propagating to the trap. [Structure] A sewage sump 7 is formed in an invert 3A of a vacuum valve mass 3 in which a vacuum valve 4 is arranged, and sewage generated by a sewage generation source 9 is caused to flow down to the sewage sump 7 by a sewage inflow pipe 10. In the vacuum type sewage collection system provided with an air intake pipe 13 that introduces the atmosphere into the vacuum valve mass 3, the outlet of the air intake pipe 13 is configured so that the waste water in the waste water reservoir 7 is sucked by opening the valve. 13B communicates with the suction pipe 6 in the waste water reservoir 7.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、真空式下水収集システ
ムにおける空気取込構造に係り、詳しくは真空弁マス内
で発生した負圧が汚水流入管に伝播するのを防止する機
能を備えた空気取込構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an air intake structure in a vacuum type sewage collection system, and more specifically, it has a function of preventing a negative pressure generated in a vacuum valve mass from propagating to a sewage inflow pipe. Regarding the air intake structure.

【0002】[0002]

【従来の技術】この種従来の真空式下水収集システムと
して、本発明出願人により、実開平6−14287号公
報に記載の先行技術が提案されている。この真空式下水
収集システムは、図4に示すように、真空ポンプ1を備
えた下水収集場2と真空弁マス3内に配置した真空弁4
の出口4Aとを、真空下水管5を介して互いに連通さ
せ、真空弁4の入口4Bを吸込管6によって真空弁マス
3の底部(インバ−ト)3Aに凹設した汚水溜り7に連
通させるとともに、民家8の流し台、便器、衛生器具な
どの汚水発生源9で発生した汚水を汚水流入管10によ
って汚水溜り7に流下させるように構成し、かつ真空弁
マス3内に大気を導入する空気取込管13を設けた構造
になっている。
2. Description of the Related Art As a conventional vacuum type sewage collection system of this type, the applicant of the present invention has proposed the prior art described in Japanese Utility Model Publication No. 6-14287. This vacuum type sewage collection system, as shown in FIG. 4, includes a sewage collection field 2 equipped with a vacuum pump 1 and a vacuum valve 4 arranged in a vacuum valve mass 3.
4A and the outlet 4A of the vacuum valve 4 are communicated with each other through the vacuum sewer pipe 5, and the inlet 4B of the vacuum valve 4 is communicated by the suction pipe 6 with the waste water reservoir 7 recessed in the bottom portion (invert) 3A of the vacuum valve mass 3. At the same time, air that is configured to cause the wastewater generated at the wastewater source 9 such as the sink, toilet, sanitary equipment of the private house 8 to flow down to the wastewater reservoir 7 by the wastewater inflow pipe 10 and to introduce the atmosphere into the vacuum valve mass 3 The structure is such that an intake pipe 13 is provided.

【0003】このように構成された真空式下水収集シス
テムでは、民家8の下水発生源9で発生した汚水(家庭
内排水または汚水)は、汚水流入管10を通って汚水溜
り7に排出される。汚水溜り7の水位が真空弁作動水位
HWLまで上昇すると、水位検知管11内の空気圧が上
昇する。この空気圧上昇は真空弁制御手段12に負荷さ
れ真空弁4を開弁させる。その結果、汚水溜り7内の汚
水は吸込管6→開弁している真空弁4の経路で真空下水
管5に吸引される。これにより、汚水溜り7内の汚水の
レベルが水位検知管11の下端開口11Aよりも下位の
レベルまで低下して、該下端開口11Aが露出すると、
水位検知管11内の圧力が低下し、圧力低下が真空弁制
御手段12に伝えられて真空弁4が閉弁する間に水位が
さらに低下し、吸込管6の下端開口6Aが露出して、空
気が一定時間吸込まれた後に閉弁する。真空式下水収集
システムでは、真空下水管5内の汚水を効果的に搬送さ
せるために、汚水を吸引した後もしくは汚水吸引時に一
定量の空気を吸引させる必要がある。
In the vacuum type sewage collection system configured as described above, sewage (domestic drainage or sewage) generated at the sewage source 9 of the private house 8 is discharged to the sewage reservoir 7 through the sewage inflow pipe 10. . When the water level in the dirty water reservoir 7 rises to the vacuum valve operating water level HWL, the air pressure in the water level detection pipe 11 rises. This increase in air pressure is applied to the vacuum valve control means 12 to open the vacuum valve 4. As a result, the sewage in the sewage reservoir 7 is sucked into the vacuum sewer pipe 5 through the path from the suction pipe 6 to the open vacuum valve 4. As a result, the level of sewage in the sewage sump 7 drops to a level lower than the lower end opening 11A of the water level detection pipe 11, and when the lower end opening 11A is exposed,
The pressure in the water level detection pipe 11 is lowered, the pressure drop is transmitted to the vacuum valve control means 12 and the water level is further lowered while the vacuum valve 4 is closed, and the lower end opening 6A of the suction pipe 6 is exposed. The valve is closed after air is taken in for a certain period of time. In the vacuum type sewage collection system, in order to effectively convey the sewage in the vacuum sewage pipe 5, it is necessary to suck a certain amount of air after sucking the sewage or at the time of sucking the sewage.

【0004】ところで、前述のように、吸込管6の下端
開口6Aが露出して真空弁マス3内の空気が吸引される
と、真空弁マス3の内部が負圧化される。この場合、空
気取込管13の布設距離を短くして、入口13Aを真空
弁マス3の近くに設定した空気取込構造であれば、空気
取込管13による大気の導入作用により真空弁マス3の
負圧を小さく抑えることができる。しかし、道路の状況
等により空気取込管13の布設距離が長くなって、入口
13Aが真空弁マス3から遠く離れ位置に設定されてい
る空気取込構造では、真空弁マス3内への空気取込量が
少なくなり、真空弁マス3の負圧化を抑える効果が小さ
い。したがって、真空弁マス3内の負圧が汚水流入管1
0を通って、民家8の汚水発生源9のトラップに伝播さ
れ、トラップの滞留水を吸引して水位を低下させたり、
あるいはトラップを破損させる等の悪影響をおよぼす虞
れがある。
By the way, as described above, when the lower end opening 6A of the suction pipe 6 is exposed and the air in the vacuum valve mass 3 is sucked, the inside of the vacuum valve mass 3 becomes negative pressure. In this case, if the air intake structure is such that the laying distance of the air intake pipe 13 is shortened and the inlet 13A is set near the vacuum valve mass 3, the air intake pipe 13 introduces the atmosphere into the vacuum valve mass. The negative pressure of 3 can be kept small. However, in the air intake structure in which the laying distance of the air intake pipe 13 becomes long due to road conditions, etc., and the inlet 13A is set far away from the vacuum valve mass 3, the air into the vacuum valve mass 3 is The amount taken in is small, and the effect of suppressing negative pressure in the vacuum valve mass 3 is small. Therefore, the negative pressure in the vacuum valve mass 3 is the negative pressure in the wastewater inflow pipe 1
0, it is propagated to the trap of the sewage source 9 of the private house 8 and sucks the trapped water in the trap to lower the water level,
Alternatively, there is a risk that the trap may be damaged or the like may be adversely affected.

【0005】[0005]

【発明が解決しようとする課題】解決しようとする問題
点は、従来の真空式下水収集システムにおける空気取込
構造では、空気取込管の布設距離が長くなると、真空弁
の弁開によって真空弁マスの内が負圧化した場合、この
負圧が汚水流入管を介して民家の汚水発生源のトラップ
に伝播され、トラップの滞留水を吸引して水位を低下さ
せたり、あるいはトラップを破損させる等の悪影響がお
よぶ虞れを有している点である。
The problem to be solved by the present invention is that in the conventional air intake structure in the vacuum type sewage collection system, when the installation distance of the air intake pipe becomes long, the vacuum valve is opened to open the vacuum valve. When the inside of the mass becomes negative pressure, this negative pressure is propagated to the trap of the sewage source of the private house via the sewage inflow pipe, sucking the trapped water in the trap to lower the water level or damage the trap. That is, there is a possibility that adverse effects such as

【0006】[0006]

【課題を解決するための手段】本発明は、真空ポンプを
備えた下水収集場と真空弁マス内に配置した真空弁の出
口とを真空下水管によって互いに連通させ、前記真空弁
の入口を吸込管によって前記真空弁マスの底部に形成し
た汚水溜りに連通させ、汚水発生源で発生した汚水を汚
水流入管によって前記真空弁マス内で前記汚水溜りに流
下させるように構成するとともに、真空弁マスに大気を
導入する空気取込管が設けられた真空式下水収集システ
ムにおいて、該空気取込管の出口を前記汚水溜り内で前
記吸込管に連通させていることを特徴とし、真空弁が弁
開されても、空気取込管の布設距離に関係なく真空弁マ
スの内部が負圧化されないようにし、汚水流入管および
汚水発生源などのトラップに負圧が伝播されるのを確実
に防止する目的を達成した。
According to the present invention, a sewage collection field equipped with a vacuum pump and an outlet of a vacuum valve arranged in a vacuum valve mass are communicated with each other by a vacuum sewer pipe, and the inlet of the vacuum valve is sucked. A pipe is connected to the wastewater reservoir formed at the bottom of the vacuum valve mass, and the wastewater generated at the wastewater source is configured to flow down to the wastewater reservoir in the vacuum valve mass by the wastewater inlet pipe. In a vacuum type sewage collection system provided with an air intake pipe for introducing the atmosphere into the waste water, the outlet of the air intake pipe is connected to the suction pipe in the waste water reservoir, and the vacuum valve is a valve. Even if it is opened, the inside of the vacuum valve mass is not made negative pressure regardless of the installation distance of the air intake pipe, and the negative pressure is surely prevented from propagating to traps such as the wastewater inflow pipe and the wastewater generation source. The purpose of Form was.

【0007】[0007]

【作用】本発明によれば、汚水溜りの水位が所定の水位
まで上昇すると、水位検知管内の空気圧が上昇し、この
空気圧上昇は真空弁制御手段に負荷され真空弁を開弁さ
せる。その結果、汚水溜り内の汚水は吸込管→開弁して
いる真空弁の経路で真空下水管に吸引される。これによ
り、汚水溜り内の汚水のレベルが空気取込管の出口の上
端、つまり空気取込管と吸込管との連通部の上端よりも
低いと、汚水溜り内の汚水とともに空気取込管から空気
を混合して吸込み、汚水溜り内の汚水のレベルが空気取
込管の出口の下端、つまり空気取込管と吸込管との連通
部の下端に低下するにつれ、空気取込管からの空気吸込
量が増加しながら水位は吸込管の下端まで低下する。こ
のように、汚水溜り内の汚水のレベルが吸込管の下端ま
で低下すると、水位検知管内の圧力も低下し、その圧力
は真空弁制御手段に伝えられ真空弁を閉弁させる。この
ため、吸込管から吸引される空気は、ほぼ全てが空気取
込管より吸引される。
According to the present invention, when the water level in the waste water pool rises to a predetermined water level, the air pressure in the water level detection pipe rises, and this rise in air pressure is applied to the vacuum valve control means to open the vacuum valve. As a result, the sewage in the sewage reservoir is sucked into the vacuum sewer pipe through the path from the suction pipe to the open vacuum valve. As a result, if the level of sewage in the sewage reservoir is lower than the upper end of the outlet of the air intake pipe, that is, the upper end of the communication part between the air intake pipe and the suction pipe, the sewage in the sewage reservoir is discharged from the air intake pipe. The air from the air intake pipe is mixed with the air and sucked in, as the level of the sewage in the sewage sump falls to the lower end of the outlet of the air intake pipe, that is, the lower end of the communication part between the air intake pipe and the suction pipe. The water level decreases to the lower end of the suction pipe while the suction amount increases. In this way, when the level of the sewage in the sewage pool drops to the lower end of the suction pipe, the pressure in the water level detection pipe also drops, and the pressure is transmitted to the vacuum valve control means to close the vacuum valve. Therefore, almost all of the air sucked from the suction pipe is sucked from the air suction pipe.

【0008】[0008]

【実施例】以下、請求項1の発明に係る実施例を図面に
基づいて説明する。なお、図2で説明した従来例と同一
もしくは相当部分には同一符号を付して詳しい構造およ
び作用説明は省略する。図1は本発明の一実施例を示
し、この図において、空気取込管13の出口13Bを汚
水溜り7内で吸込管6に連通させている。つまり、汚水
溜り7の最高水位HHWL以下のレベルで空気取込管1
3の出口13Bを吸込管6に連通させている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment according to the invention of claim 1 will be described below with reference to the drawings. The same or corresponding parts as those of the conventional example described in FIG. 2 are designated by the same reference numerals, and detailed description of the structure and operation will be omitted. FIG. 1 shows an embodiment of the present invention, in which an outlet 13B of an air intake pipe 13 is communicated with a suction pipe 6 in a wastewater sump 7. That is, the air intake pipe 1 is at a level below the maximum water level HHWL of the waste water pool 7.
The outlet 13B of 3 is connected to the suction pipe 6.

【0009】このような構成であれば、汚水溜り7の水
位が真空弁作動水位HWLまで上昇すると、水位検知管
11内の空気圧が上昇し、この空気圧上昇は真空弁制御
手段12に負荷され真空弁4を開弁させる。その結果、
汚水溜り7内の汚水は吸込管6→開弁している真空弁4
の経路で真空下水管5に吸引される。これにより、汚水
溜り7内の汚水のレベルが空気取込管13の出口13B
の上端、つまり空気取込管13と吸込管6との連通部の
上端LWL1よりも低いと、汚水溜り7内の汚水ととも
に空気取込管13から空気を混合して吸込み、汚水溜り
7内の汚水のレベルが空気取込管13の出口13Bの下
端、つまり空気取込管13と吸込管6との連通部の下端
LWL2まで低下するにつれ、空気取込管13からの空
気吸込量が増加しながら、吸込管6の下端開口6Aまで
汚水のレベルが低する。これとともに、水位検知管11
内の圧力も低下し、その圧力は真空弁制御手段12に伝
えられ真空弁4を閉弁させる。このため、吸込管6から
吸引される空気は、ほぼ全てが空気取込管13より吸引
される。
With such a construction, when the water level in the waste water reservoir 7 rises to the vacuum valve operating water level HWL, the air pressure in the water level detecting pipe 11 rises, and this rise in air pressure is applied to the vacuum valve control means 12 to cause a vacuum. The valve 4 is opened. as a result,
The sewage in the sewage reservoir 7 is the suction pipe 6 → the vacuum valve 4 that is open.
It is sucked into the vacuum sewer pipe 5 through the path. As a result, the level of sewage in the sewage sump 7 is set to the outlet 13B of the air intake pipe 13.
Is lower than the upper end LWL1 of the communication portion between the air intake pipe 13 and the suction pipe 6, the air is mixed and sucked from the air intake pipe 13 together with the waste water in the waste water reservoir 7, As the level of dirty water decreases to the lower end of the outlet 13B of the air intake pipe 13, that is, to the lower end LWL2 of the communication portion between the air intake pipe 13 and the intake pipe 6, the air intake amount from the air intake pipe 13 increases. Meanwhile, the level of the dirty water is lowered to the lower end opening 6A of the suction pipe 6. Along with this, the water level detection pipe 11
The internal pressure also drops, and the pressure is transmitted to the vacuum valve control means 12 to close the vacuum valve 4. Therefore, almost all the air sucked from the suction pipe 6 is sucked from the air intake pipe 13.

【0010】このように、真空弁4が弁開されても、真
空弁マス3の内部が負圧化されることはない。その結
果、汚水流入管10および汚水発生源9のトラップに負
圧が伝播されるのを確実に防止して、トラップの滞留水
を吸引して水位を低下させたり、あるいはトラップを破
損させる等の悪影響がおよぶ不都合の発生を回避するこ
とができる。しかも、真空弁マス3内の負圧化は、空気
取込管13の布設距離に関係なく行われるので、空気取
込管13設置時における入口13Aの位置設定の制約を
緩和することができる。
As described above, even if the vacuum valve 4 is opened, the inside of the vacuum valve mass 3 is not made negative pressure. As a result, it is possible to reliably prevent the negative pressure from propagating to the traps of the sewage inflow pipe 10 and the sewage generation source 9, suck the accumulated water in the traps to lower the water level, or damage the traps. It is possible to avoid the occurrence of inconvenience that adversely affects. Moreover, since the negative pressure in the vacuum valve mass 3 is performed regardless of the installation distance of the air intake pipe 13, it is possible to relax the restriction on the position setting of the inlet 13A when the air intake pipe 13 is installed.

【0011】なお、図2に示すように、空気取込管13
の連通部13Cの上位に介在部材14を配置しておくこ
とにより、連通部13Cに対する汚物の付着を防止する
ことができる。
As shown in FIG. 2, the air intake pipe 13
By disposing the intervening member 14 above the communication portion 13C, it is possible to prevent filth from adhering to the communication portion 13C.

【0012】また、本発明は、汚水溜り7の最高水位H
HWL以下の任意のレベルで空気取込管13の出口13
Bを吸込管6に連通させることができるので、たとえ
ば、図3に示すように、真空弁作動水位HWLを空気取
込管13の出口13Bの高さ方向中間位置に設定するこ
とにより、真空弁4の開弁と同時に空気を吸込ませるこ
ともできる。
Further, according to the present invention, the maximum water level H of the waste water reservoir 7 is
Outlet 13 of air intake pipe 13 at any level below HWL
Since B can be communicated with the suction pipe 6, for example, as shown in FIG. 3, by setting the vacuum valve operating water level HWL to the intermediate position in the height direction of the outlet 13B of the air intake pipe 13, the vacuum valve The air can be sucked in at the same time when the valve of 4 is opened.

【0013】[0013]

【発明の効果】以上説明したように、本発明は、空気取
込管の出口を汚水溜り内で吸込管に連通させているの
で、真空弁を弁開しても、空気取込管の布設距離に関係
なく真空弁マスの内部が負圧化されることはない。その
結果、汚水流入管および汚水発生源のトラップに負圧が
伝播されるのを確実に防止して、汚水発生源側のトラッ
プの滞留水を吸引して水位を低下させたり、あるいは汚
水発生源側のトラップを破損させる等の悪影響がおよぶ
不都合の発生を回避することができる。
As described above, according to the present invention, since the outlet of the air intake pipe is communicated with the suction pipe in the waste water reservoir, the air intake pipe can be installed even if the vacuum valve is opened. No negative pressure is created inside the vacuum valve mass regardless of the distance. As a result, it is possible to reliably prevent the negative pressure from being transmitted to the sewage inflow pipe and the trap of the sewage generation source, suck the accumulated water in the trap on the sewage generation source side to lower the water level, or It is possible to avoid the occurrence of inconvenience such as the damage of the trap on the side, which has an adverse effect.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の一実施例を示す構成図である。FIG. 1 is a configuration diagram showing an embodiment of the present invention.

【図2】図1のA−A線断面図である。FIG. 2 is a sectional view taken along the line AA of FIG.

【図3】本発明の変形例を示す構成図である。FIG. 3 is a configuration diagram showing a modified example of the present invention.

【図4】従来例の構成図である。FIG. 4 is a configuration diagram of a conventional example.

【符号の説明】[Explanation of symbols]

1 真空ポンプ 2 汚水収集場 3 真空弁マス 3A インバート(真空弁マスの底部) 4 真空弁 4A 真空弁の出口 4B 真空弁の入口 5 真空下水管 6 吸込管 7 汚水溜り 9 汚水発生源 10 汚水流入管 13 空気取込管 13B 空気取込管の出口 1 Vacuum Pump 2 Sewage Collection Site 3 Vacuum Valve Mass 3A Invert (Bottom of Vacuum Valve Mass) 4 Vacuum Valve 4A Vacuum Valve Outlet 4B Vacuum Valve Inlet 5 Vacuum Sewage Pipe 6 Suction Pipe 7 Sewage Reservoir 9 Sewage Source 10 Sewage Inflow Pipe 13 Air intake pipe 13B Air intake pipe outlet

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 真空ポンプを備えた下水収集場と真空弁
マス内に配置した真空弁の出口とを真空下水管によって
互いに連通させ、前記真空弁の入口を吸込管によって前
記真空弁マスの底部に形成した汚水溜りに連通させ、汚
水発生源で発生した汚水を汚水流入管によって前記真空
弁マス内で前記汚水溜りに流下させるように構成すると
ともに、真空弁マスに大気を導入する空気取込管が設け
られた真空式下水収集システムにおいて、該空気取込管
の出口を前記汚水溜り内で前記吸込管に連通させている
ことを特徴とする真空式下水収集システムにおける空気
取込構造。
1. A sewage collection field equipped with a vacuum pump and an outlet of a vacuum valve arranged in a vacuum valve mass are communicated with each other by a vacuum sewer pipe, and an inlet of the vacuum valve is a suction pipe at the bottom of the vacuum valve mass. Is connected to the sewage pool formed in the above, and the sewage generated at the sewage generation source is configured to flow down to the sewage pool in the vacuum valve mass by the sewage inflow pipe, and the air intake for introducing the atmosphere into the vacuum valve mass. In a vacuum type sewage collection system provided with a pipe, an outlet of the air intake pipe is communicated with the suction pipe in the waste water reservoir, the air intake structure in the vacuum type sewage collection system.
JP3085195A 1995-02-20 1995-02-20 Air intake structure in vacuum type sewage collection system Pending JPH08218472A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3085195A JPH08218472A (en) 1995-02-20 1995-02-20 Air intake structure in vacuum type sewage collection system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3085195A JPH08218472A (en) 1995-02-20 1995-02-20 Air intake structure in vacuum type sewage collection system

Publications (1)

Publication Number Publication Date
JPH08218472A true JPH08218472A (en) 1996-08-27

Family

ID=12315221

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3085195A Pending JPH08218472A (en) 1995-02-20 1995-02-20 Air intake structure in vacuum type sewage collection system

Country Status (1)

Country Link
JP (1) JPH08218472A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113404140A (en) * 2021-06-25 2021-09-17 江苏清川同创科技有限公司 Intelligent negative pressure collector based on negative pressure drainage system

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113404140A (en) * 2021-06-25 2021-09-17 江苏清川同创科技有限公司 Intelligent negative pressure collector based on negative pressure drainage system

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